My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0005897
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MANTHEY
>
11293
>
2600 - Land Use Program
>
PA-0600037
>
SU0005897
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:31:51 AM
Creation date
9/6/2019 10:03:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0005897
PE
2691
FACILITY_NAME
PA-0600037
STREET_NUMBER
11293
Direction
S
STREET_NAME
MANTHEY
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19125008
ENTERED_DATE
1/31/2006 12:00:00 AM
SITE_LOCATION
11293 S MANTHEY RD
RECEIVED_DATE
1/31/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MANTHEY\11293\PA-0600037\SU0005897\APPL.PDF \MIGRATIONS\M\MANTHEY\11293\PA-0600037\SU0005897\CDD OK.PDF \MIGRATIONS\M\MANTHEY\11293\PA-0600037\SU0005897\EH COND.PDF \MIGRATIONS\M\MANTHEY\11293\PA-0600037\SU0005897\CORRESPOND.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
133
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
KMC,San Joaquin County,California <br /> 6n-Site WaIm to System Flow and Sizing Calculations <br /> Truck FueBag Station Automobile Fueling Sl-lion Truck Lube Facility Restaurants Rotel Total <br /> Truck Waslewaler Aalu Fueling Weslewater Truck Lube Wasiewater Wastewater 4Yastewater Wastewater Wastewater <br /> Fueling Flaw, Fueling Weslewater flow, Station Flow, Facility Flaw, Trucks Flaw, Restnurnnt 61ea1s1 Flow, Wastc—ft,Flaw, ifntel Flow, hotel Wastewater Flow, Flow, <br /> Ph— Tris godllruck Tris gpdlain.trip Em ki ere gpd1..P Fm Io eea gpdIlube ennServed d/truck Seals da-seal giA l meal Employ,. gpdlcm l-yc- Rooms gpd1—irn Enipl.yees godIbotel errip gpd <br /> 1 200 5 100 5 2 20 2 20 6 20 45 3 10 5 20 0 95 0 20 3,150 <br /> 2 0 5 0 5 0 20 0 20 0 20 90 3 to 9 20 5o 95 5 20 7.730 <br /> Total 200 5 100 5 2 20 2 20 6 20 135 3 10 14 20 50 95 5 20 10,880 <br /> Phase 1 Drip Dispersal Area Requitement <br /> 3,150 gpd (Design Flow) <br /> 42 applirafion rate <br /> 15,750 sq.ft. primary drip field <br /> Need primary+100%resew• 31,500 sq.ft- <br /> Phase 2 Drip Dispersal Area Requitement <br /> 7,730 gpd used (Design Flow) <br /> 0.2 applicatioa rote <br /> 78,650 sq.ft. primary drip field <br /> Need primary+100%resew 77,30o sq.f1. <br /> Total Drip Dispersal Arca Requuemeni <br /> 10,880 gpd used (Design Flow) <br /> 0.2 application rate <br /> 54,400 sq.ft. primary drip Field <br /> (Seed primary+100%reser,+ 108,800 sq,It. <br /> i <br /> N:WTB0156004ExceArevised Y4 slows and design basis 2.xis September 2007 <br />
The URL can be used to link to this page
Your browser does not support the video tag.